Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Baik-Soon Cho"'
Publikováno v:
Applied Sciences, Vol 10, Iss 19, p 6883 (2020)
Concrete edge failure of a single anchor in concrete is strongly dependent on the tensile performance of the concrete, which can be greatly improved by the addition of steel fibers. This study investigated the effect of steel fibers on the shear fail
Externí odkaz:
https://doaj.org/article/55d66a27ed204746b2377f95d1e610ae
Publikováno v:
Engineering Structures. 171:421-432
This paper investigates the concrete breakout shear capacity of a single cast-in headed anchor embedded in steel fiber-reinforced concrete (SFRC). Experiments were carried out for anchors with a diameter of 30 mm, embedment depth of 240 mm, and edge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9813ee47f514402729081f73a27ee77f
https://doi.org/10.1016/j.engstruct.2018.05.106
https://doi.org/10.1016/j.engstruct.2018.05.106
Publikováno v:
Construction and Building Materials. 138:222-231
An experimental study was performed to examine the effects of concrete strength and fiber content ratio on the flexural capacity of steel fiber-reinforced concrete. Three fiber volume fractions, 0.25, 0.375, and 0.5%, and three concrete compressive s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04cc35d4e7b20297967169490e8f5d10
https://doi.org/10.1016/j.conbuildmat.2017.01.096
https://doi.org/10.1016/j.conbuildmat.2017.01.096
Publikováno v:
Journal of the Korean Geosynthetic Society. 16:19-29
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bf60a13ae464e737ad427d63e4fc3e2
https://doi.org/10.12814/jkgss.2017.16.1.019
https://doi.org/10.12814/jkgss.2017.16.1.019
Publikováno v:
Construction and Building Materials. 126:967-975
In this paper, an experimental study was performed to examine the flexural capacity of concrete reinforced with macro-type high strength polypropylene fiber. Four fiber volume fractions, 0.25, 0.5, 0.75, and 1.0%, and three concrete compressive stren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdfaa33f441a40bf1f71c9715122e5e9
https://doi.org/10.1016/j.conbuildmat.2016.09.017
https://doi.org/10.1016/j.conbuildmat.2016.09.017
Publikováno v:
Earthquake Engineering and Engineering Vibration. 15:223-238
In this study, the seismic fragility curves of two reinforced concrete (RC) columns that were lap-spliced at the bottom and retrofitted with steel wrapping jackets were generated. Their seismic performance was probabilistically assessed in comparison
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a95effae40957e042b19b424389892d0
https://doi.org/10.1007/s11803-016-0318-0
https://doi.org/10.1007/s11803-016-0318-0
Publikováno v:
Journal of the Korean Recycled Construction Resources Institute. 4:47-54
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad36d5fd95c99101df8a6fb16aac43cd
https://doi.org/10.14190/jrcr.2016.4.1.047
https://doi.org/10.14190/jrcr.2016.4.1.047
Publikováno v:
Journal of the Korea Concrete Institute. 28:95-104
Flexural strength of concrete ground slab reinforced with steel fiber is evaluated using the equivalent flexural strength ratio of steel fiber reinforced concrete based on the yield line theory. Recently, the European standard specifies that the tens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c4d6c135208b26f97c79a324e57b450
https://doi.org/10.4334/jkci.2016.28.1.095
https://doi.org/10.4334/jkci.2016.28.1.095
Publikováno v:
Applied Sciences
Volume 10
Issue 19
Applied Sciences, Vol 10, Iss 6883, p 6883 (2020)
Volume 10
Issue 19
Applied Sciences, Vol 10, Iss 6883, p 6883 (2020)
Concrete edge failure of a single anchor in concrete is strongly dependent on the tensile performance of the concrete, which can be greatly improved by the addition of steel fibers. This study investigated the effect of steel fibers on the shear fail
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a6ce0dcb6429f3b922b64f44712951c
https://doi.org/10.3390/app10196883
https://doi.org/10.3390/app10196883
Publikováno v:
Composites Part B: Engineering. 83:216-225
The aim of this paper is to suggest a jacketing method using glass fiber reinforced polymer (GFRP) wires for reinforced concrete (RC) columns with lap splice of longitudinal reinforcement. For this study, four RC columns were prepared of 400 mm in di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c4a6f0ac833bbdb3e4b930d7d1ae0cf
https://doi.org/10.1016/j.compositesb.2015.08.041
https://doi.org/10.1016/j.compositesb.2015.08.041